序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
421 FASTENING SECTION STRUCTURE EP13866033 2013-12-17 EP2937576A4 2016-03-02 INOUE TAKUYA; YAMAGUCHI KOJI; MATSUOKA HIDEO; NAKAGOE HIROAKI
A fastening section structure having a plurality of concentric circle-shaped rib walls (16, 17, 18) around a fastening section (14) of a member (11) having the fastening section (14). The fastening section structure has a bearing strength in at least the second-layer rib wall (17) that is lower than the bearing strength in the innermost-layer rib wall (16) closest to a fastening member (15). Both reinforcement of the fastening section (14) and smooth energy absorption of an external load as a result of progressive failure can be achieved by: giving a specific relationship between the bearing strengths of the concentric circle-shaped rib walls (16, 17); enhancing the strength and rigidity of the fastening section (14); and enabling progressive failure to start from a site furthest away from the fastening section (14).
422 COMPOSITE TUBE ASSEMBLIES AND METHODS EP15163762.6 2015-04-15 EP2952756A1 2015-12-09 Ganis, Rony Giovanni; Giddings, Peter F.

Composite tubes (130) comprising a compression sleeve (120) coupled to an inner surface (190) of a composite tube, a carbon extrusion member (140) disposed within the composite tube, and an end fitting (110) comprising a locking feature (150), wherein the end fitting is coupled to an inner surface (170) of the compression sleeve and the locking feature is configured to engage the carbon extrusion member are disclosed. Methods comprising coupling a compression sleeveto an inner surface of a distal end of a composite tube, placing a carbon extrusion member inside the compression sleeve and the composite tube, and disposing an end fitting on the distal end of the composite tube, wherein the end fitting comprises a locking feature configured to interact with the carbon extrusion member are also disclosed.

423 VERSTÄRKTE STRUKTUR EINES FAHRZEUGS EP09814121.1 2009-09-18 EP2337728B1 2013-09-04 KRAUSHAAR, Thomas
424 BUILDING BLOCKS EP12790391.2 2012-06-08 EP2590718A1 2013-05-15 Lin, Chi Kin; Lin, Tsz Chung
A building block (100) comprises a panel member (110) which has a forward panel surface (112) and a rearward panel surface (114). Aperipheral skirt (122) extends rearward from the rearward panel surface (114) and defines a receptacle. An interconnection means (132,134), which is adapted for making sidewise locked interconnection with an adjacent building block having a complementary or counterpart interconnection means (132,134), is formed on the peripheral skirt (122). The interconnection means (132,134) is a female member (134) or a male member (132) complementary to the female member (134). The female member (134) is shaped to permit the male member (132) of the adjacent building block to enter into sidewise locked interconnection by entering at the free end of the peripheral skirt (122), to move toward the forward panel surface (112), and to stop before reaching the forward panel surface (112). It has simple structure, high strength, and is easy to manufacture and install.
425 TRAGPROFIL FÜR EIN TRAGARMSYSTEM EP10800921.8 2010-12-20 EP2529457A1 2012-12-05 NEUHOF, Markus; ROOT, Paul
The invention relates to a profiled support arm element (10) for a support arm system, comprising a receiving space (A) for cables or the like which is open toward the surroundings, wherein a connecting element (18.2) is molded inside the support arm cross-section and is connected indirectly or directly to two opposite side walls (11) of the profiled support element. In such a profiled support element, high profile rigidity, which meets all the requirements of a support arm system, can be achieved in that two delimiting elements (18.1) are connected, spaced apart, to the connecting element, and that the delimiting elements extend from the connecting element (18.2) at an angle to the side walls (11).
426 VERSTÄRKTE STRUKTUR EINES FAHRZEUGS EP09814121.1 2009-09-18 EP2337728A1 2011-06-29 KRAUSHAAR, Thomas
In a reinforced structure comprising a structural component (2) and a reinforcing part (4) disposed in a cavity (3) of the structural component (2), wherein the reinforcing part comprises a support part (5) and a connection means (6), the support part (5) is disposed in the cavity (3) such that the distance between the support part (5) and the structural component (2) is smaller at points of the structural component (2) that have a higher (7) probability of deforming under a force load (8) from the outside onto the structural component (2) than at points of the structural component (2) with a lower (9) probability of deforming under a force load (8) from the outside.
427 Verstärkte Struktur eines Fahrzeugs EP08164690.3 2008-09-19 EP2165919A1 2010-03-24 Kraushaar, Thomas

Bei einer verstärkten Struktur umfassend ein strukturelles Bauteil (2) sowie ein im Hohlraum (3) des strukturellen Bauteils (2) angeordnetes Verstärkungsteil (4), wobei dieses Verstärkungsteil ein Trägerteil (5) und ein Verbindungsmittel (6) umfasst, ist das Trägerteil (5) so im Hohlraum (3) angeordnet ist, dass der Abstand zwischen Trägerteil (5) und strukturellem Bauteil (2) an Stellen des strukturellen Bauteils (2) mit höherer (7) Verformungswahrscheinlichkeit bei Krafteinwirkung (8) von aussen auf das strukturelle Bauteil (2) kleiner ist gegenüber Stellen des strukturellen Bauteil (2) mit tieferer (9) Verformungswahrscheinlichkeit bei Krafteinwirkung (8) von aussen.

428 Metallprofil für die Bildung von Rahmenwerken mit Eckverbindungen EP97102340.3 1997-02-13 EP0791316A1 1997-08-27 Grosch, Karl

Die Erfindung befaßt sich mit einer Weiterbildung der Lehre nach dem DE-U-93 19 206, wonach in den Wandungen von metallischen Hohlprofilen wandschwächende, durchlaufende Rinnen vorgesehen sind, die das Abtrennen der dazwischen befindlichen Wandstreifen ermöglichen. Um die Einsatzmöglichkeit solcher Metallprofile zu erweitern, wird mit der Erfindung vorgeschlagen, den abgetrennten Wandstreifen (9) durch ein Einsatzprofil (10) aus Leichtmetall zu ersetzen. Dieses weist eine den Rand (16) der Wandöffnung (17) hintergreifende Abstufung (11) und an seiner innenliegenden Seite eine Führung (12) zur Aufnahme eines Federelementes (13) auf, das sich beim Einführen des Einsatzprofils in die Wandöffnung (17) am Innenrohr (3) des Metallprofiles federnd abstützt.

429 Profilstab EP96101191.3 1996-01-29 EP0731312A1 1996-09-11 Köchli, Edgar

Profilstab (60), der sich mit einem weiteren, gleichen aber um 180 grad um die Profillängsachse (61) gedrehten Profilstab zu einer von aussen zylindisch begrenzten Führungs- oder Verbindungsvorrichtung zusammenfügen lässt. Der Profilstab (60) weist eine Profilfläche (62) mit Teilflächen auf, die sich über einen Winkel (alfa) von mehr als 180 grad erstrecken und von aussen über 180 grad durch eine Maximalkreislinie (63) begrenzt sind. Die Profilfläche (62) besitzt mindestens drei Teilflächen, welche die Form von Kreisringsektoren (64, 65, 66) haben, sowie Freiflächen, welche kongruent zu den Teilflächen ausgebildet und zentralsymmetrisch zu diesen angeordnet sind. Umfangs-Begrenzungen (68) der Profilfläche (62) sind Anschläge für entsprechende Umfangs-Begrenzungen der Profilfläche des weiteren Profilstabes.

430 Montageelement EP91110338.0 1991-06-22 EP0469284B1 1995-01-25 Ludwig, Peter; Berger, Johannes
431 Montageelement EP91110338.0 1991-06-22 EP0469284A3 1992-09-02 Ludwig, Peter; Berger, Johannes

Es wird ein Montageelement mit mindestens einem an mindestens einer Fügefläche vorgesehenen Zentriermittel vorgeschlagen, bei dem das Zentriermittel ein aus der Fügefläche (10) herausragender Vorsprung (11) mit einer Sollbruchstelle (12) ist, wobei die Sollbruchstelle (12) in oder unterhalb der Ebene der Fügefläche (10) liegt.

432 Ground-based portable and collapsible structures EP79300911.9 1979-05-23 EP0005957B1 1982-05-05 Cameron, John Samuel
433 VARIABLE SHAPE THREE-DIMENSIONAL STRUCTURE USING EXTENDABLE ARM EP17153612.1 2017-01-27 EP3281680B1 2018-12-05 MATSUOKA, Norimichi
A variable shape three-dimensional structure includes: an upper frame (10); a lower frame (20); and a longitudinal coupling member (30) that couples the upper and lower frames. Each of the upper and lower frames includes cross units and an end coupling portion. Each cross unit is formed by two rigid members crossing each other in an X-shape and pivotally coupled together. The end coupling portion pivotally couples the ends of the rigid members of the cross units. The longitudinal coupling member (30) includes a bent unit comprising a first and second bent rigid members (31,32), and a bent portion coupling shaft (33). The first and second bent rigid members are bent in a V-shape. The bent portion coupling shaft pivotally couples the bent portions of the first and second bent rigid members. The upper end of the bent unit (30) is coupled to the upper frame (10) and the lower end of the bent unit (30) is coupled to the lower frame (20).
434 GITTERKLAPPE EP18168279.0 2018-04-19 EP3395697A1 2018-10-31 PETERS, Andreas; PROFE, Felix

In der vorliegenden Anmeldung geht es um eine Gitterklappe (1), die aufweist:

eine Vielzahl vertikaler (2v) sowie horizontaler (2h) Gitterstreben, einen Rahmen (4), der die Gitterstreben (2h, 2v) umgibt, wobei sich jeweils eine vertikale (2v) sowie eine horizontale (2h) Gitterstrebe in einem Kreuzungspunkt (3) überlappen,

wobei die Kreuzungspunkte (3) der Gitterstreben (2h, 2v) einstückig ausgebildet sind. Da das Gitter durch seine Topologie (einstückig) selbsttragend ist und das Übereinanderliegen zweier Gitterstreben vermieden wird, kann auf doppelte Flächen bzw. Hohlräume verzichtet werden, was zu einer hygienegerechten Gestaltung der Gitterklappe beiträgt.

435 NEGATIVE POISSON'S RATIO WAFFLE STRUCTURES EP16735529 2016-01-09 EP3245059A4 2018-07-18 JAVID FARHAD; BERTOLDI KATIA; TAYLOR MICHAEL JAMES; BOOTH-MORRISON CHRISTOPHER; CARSON CARL J; FARHANGI MEHRAN; GERENDAS MIKLOS; GILLESPIE THOMAS HAROLD; INNES MATTHEW CHRISTOPHER; JETTE FRANÇOIS-XAVIER; PHAM MINH QUAN; GUERRERO FABIAN ENRIQUE SANCHEZ; SCARINCI THOMAS; SCHAENZER MEGAN; SHANIAN ALI; SMITH-ROBERGE EVELYNE; VILLIEN BENOIT
In at least some aspects, an auxetic structure includes a first sheet defining therein a plurality of a plurality of structural elements projecting from the first sheet, the plurality of structural elements being arranged to provide a negative Poisson's ratio, and a second sheet disposed adjacent the first sheet to define a first internal cavity between the first sheet and the second sheet. In yet other aspects, one or more additional sheets may be advantageously provided to provide a multi-layered structure having auxetic properties.
436 FASTENING SECTION STRUCTURE EP13866033.7 2013-12-17 EP2937576B1 2018-05-02 INOUE Takuya; YAMAGUCHI Koji; MATSUOKA Hideo; NAKAGOE Hiroaki
A fastening section structure having a plurality of concentric circle-shaped rib walls (16, 17, 18) around a fastening section (14) of a member (11) having the fastening section (14). The fastening section structure has a bearing strength in at least the second-layer rib wall (17) that is lower than the bearing strength in the innermost-layer rib wall (16) closest to a fastening member (15). Both reinforcement of the fastening section (14) and smooth energy absorption of an external load as a result of progressive failure can be achieved by: giving a specific relationship between the bearing strengths of the concentric circle-shaped rib walls (16, 17); enhancing the strength and rigidity of the fastening section (14); and enabling progressive failure to start from a site furthest away from the fastening section (14).
437 STRUCTURAL MODULAR BUILDING CONNECTOR EP15785510 2015-04-30 EP3137695A4 2017-12-20 BOWRON JULIAN
A connector assembly, having an upper connector coupled to a lower connector and a gusset plate sandwiched between the upper and lower connectors. Also, disclosed is a hoistable connector assembly, a lifting frame assembly, a coupling system for modular frame units, a method for assembling a module unit using the connector assembly, and a modular frame unit and building having the connector assembly.
438 NEGATIVE POISSON'S RATIO WAFFLE STRUCTURES EP16735529.6 2016-01-09 EP3245059A1 2017-11-22 JAVID, Farhad; BERTOLDI, Katia; TAYLOR, Michael, James; BOOTH-MORRISON, Christopher; CARSON, Carl, J.; FARHANGI, Mehran; GERENDAS, Miklos; GILLESPIE, Thomas, Harold; INNES, Matthew, Christopher; JETTE, François-Xavier; PHAM, Minh Quan; GUERRERO, Fabian Enrique Sanchez; SCARINCI, Thomas; SCHAENZER, Megan; SHANIAN, Ali; SMITH-ROBERGE, Evelyne; VILLIEN, Benoit
In at least some aspects, an auxetic structure includes a first sheet defining therein a plurality of a plurality of structural elements projecting from the first sheet, the plurality of structural elements being arranged to provide a negative Poisson's ratio, and a second sheet disposed adjacent the first sheet to define a first internal cavity between the first sheet and the second sheet. In yet other aspects, one or more additional sheets may be advantageously provided to provide a multi-layered structure having auxetic properties.
439 FASERVERBUNDWERKSTOFFBAUTEIL, VERFAHREN ZUR HERSTELLUNG EINES FASERVERBUNDWERKSTOFFBAUTEILS SOWIE VERWENDUNG VON FASERBÜNDELN UND VERSTREBUNGSMITTELN ZUR HERSTELLUNG EINES FASERVERBUNDWERKSTOFFBAUTEILS EP14753087.7 2014-08-21 EP3052306A1 2016-08-10 HOGGER, Thomas
The invention relates to a fibre composite material component (10) having fibre bundles (20) and a matrix made of thermoplastic and/or thermosetting material, wherein the fibre bundle (20) is arranged in such a way that it forms a profile (P) whereby bracing means (30) are arranged between the fibre bundles (20). The invention also relates to a method for producing a fibre composite material component (10), and the use of fibre bundles (20) and bracing means (30) to produce a fibre composite material component (10).
440 FASTENING SECTION STRUCTURE EP13866033.7 2013-12-17 EP2937576A1 2015-10-28 INOUE Takuya; YAMAGUCHI Koji; MATSUOKA Hideo; NAKAGOE Hiroaki

A fastening section structure having a plurality of concentric circle-shaped rib walls (16, 17, 18) around a fastening section (14) of a member (11) having the fastening section (14). The fastening section structure has a bearing strength in at least the second-layer rib wall (17) that is lower than the bearing strength in the innermost-layer rib wall (16) closest to a fastening member (15). Both reinforcement of the fastening section (14) and smooth energy absorption of an external load as a result of progressive failure can be achieved by: giving a specific relationship between the bearing strengths of the concentric circle-shaped rib walls (16, 17); enhancing the strength and rigidity of the fastening section (14); and enabling progressive failure to start from a site furthest away from the fastening section (14).

QQ群二维码
意见反馈